Downloadable PDF files for our standard products. If you have a custom request, please feel free to contact us directly. Website
About Connext Post and Beam
Post and beam construction without metal plates and brackets.
Welcome to the same family business that's developed an innovative framing system to greatly simplify post and beam construction. We've created a revolutionary type of connector that can go in any direction: vertically, horizontally and even diagonally!
Our aluminum T-REX Connectors are patented and structurally-approved so architects can add them confidently for either an old-school or a minimalist, modern look. And contractors and experienced DIY-ers can now frame easily with post and beam, preserving the natural, clean beauty of wood.
The possibilities go beyond single beam to beam connection, as our 3-way connectors can tie huge beams together above in a long span or a truss can be designed with our minimal metal connectors. The 4-way connectors we now offer solve the issue of multiple connections. Even post to base is now a breeze with our rust-resistant connectors. Our products are easy and uncomplicated, saving you time and money while providing the highest quality in construction and customer service.
F
irs
t
F
lo
o
r
P
la
n
:
S
c
a
le
:
1
/4
"
=
1
'-0
"
W
09
W
0
8
W
0
7
W
0
7
W
0
1
W
0
2
W
0
5
W
0
5
D
0
4
W
0
6
D
0
2
D
0
3
D
0
1
D
0
2
1'-7 3/4"¯7'-1 1/4"+1'-11 1/4"2
'-1
"
1
1
'-3
"
3
'-3
1
/2
"
7
'-5
1
/2
"
1
6
'-7
1
/2
"
3'-8 1/4"2'-10 1/2"10'-8 1/4"2'-10"6'-6 3/4"20'-1"6
'-2
3
/8
"
6
'-2
3
/8
"
5
'-5
7
/8
"
6
'-2
3
/8
"
1
2
'-4
3
/4
"
1
1
'-8
1
/4
"
2
4
'-1
"
5'-2 3/8"9'-8 1/4"5'-2 3/8"20'-0"2
'-7
"
2
'-1
0
"
4
'-3
1
/2
"
16'-0"1
1
'-8
"
7'-11 1/2"3
6
'-0
"
2
'-0
"
1
1
'-3
3
/4
"
2'-0 1/4"3'-3 1/2"4'-10"2
4
'-0
"
1
2
'-4
"
X
2
0
'-0
"
4
'-4
"
X
2
'-6
"
1
1
'-5
"
X
1
5
'-5
"
1
1
'-4
"
X
1
0
'-4
"
7
'-1
"
X
6
'-6
"
2
'-5
"
X
2
'-6
"
4
'-3
"
X
9
'-4
"
D
E
C
K
BED
R
O
O
M
K
IT
C
H
E
N
/L
IV
IN
G
B
A
TH
La
d
d
e
r
R
e
f.
C
LO
S
E
T
C
LO
S
E
T
H
A
L
L
D
O
O
R
S
C
H
E
D
U
LE
N
U
M
B
E
R
LA
B
E
L
Q
T
Y
F
LO
O
R
S
IZ
E
W
ID
TH
H
E
IG
H
T
R
/O
D
E
S
C
R
IP
T
IO
N
D
0
1
1
1
0
6
8
1
1
1
1
0
6
8
R
IN
2
2
"
8
0
"
2
4
"X
8
2
1
/2
"
H
IN
G
E
D
-D
O
O
R
P
0
4
D
0
2
2
6
6
8
2
1
2
6
6
8
L
IN
3
0
"
8
0
"
3
2
"X
8
2
1
/2
"
H
IN
G
E
D
-D
O
O
R
P
0
4
D
0
3
2
6
6
8
1
1
2
6
6
8
R
3
0
"
8
0
"
3
2
"X
8
2
1
/2
"
2
D
R
. B
IF
O
LD
-D
O
O
R
B
0
3
D
0
4
2
6
6
8
1
1
2
6
6
8
R
IN
3
0
"
8
0
"
3
2
"X
8
2
1
/2
"
H
IN
G
E
D
-D
O
O
R
E
2
1
W
IN
D
O
W
S
C
H
E
D
U
LE
N
U
M
B
E
R
LA
B
E
L
Q
T
Y
F
LO
O
R
S
IZ
E
W
ID
TH
H
E
IG
H
T
R
/O
E
G
R
E
S
S
D
E
S
C
R
IP
T
IO
N
W
0
1
1
6
4
6
S
C
1
1
1
6
4
6
S
C
1
8
"
5
4
"
1
9
"X
5
5
"
S
IN
G
LE
C
A
S
EM
E
N
T
-H
L
W
0
2
1
6
4
6
S
C
1
1
1
6
4
6
S
C
1
8
"
5
4
"
1
9
"X
5
5
"
S
IN
G
LE
C
A
S
EM
E
N
T
-H
R
W
0
3
2
0
2
0
S
C
2
2
2
0
2
0
S
C
2
4
"
2
4
"
2
5
"X
2
5
"
S
IN
G
LE
C
A
S
EM
E
N
T
-H
L
W
0
4
2
0
2
0
S
C
2
2
2
0
2
0
S
C
2
4
"
2
4
"
2
5
"X
2
5
"
S
IN
G
LE
C
A
S
EM
E
N
T
-H
R
W
0
5
2
6
2
6
S
C
2
1
2
6
2
6
S
C
3
0
"
3
0
"
3
1
"X
3
1
"
S
IN
G
LE
C
A
S
EM
E
N
T
-H
R
W
0
6
2
6
3
4
S
C
1
1
2
6
3
4
S
C
3
0
"
4
0
"
3
1
"X
4
1
"
S
IN
G
LE
C
A
S
EM
E
N
T
-H
R
W
0
7
2
6
4
6
S
C
2
1
2
6
4
6
S
C
3
0
"
5
4
"
3
1
"X
5
5
"
S
IN
G
LE
C
A
S
EM
E
N
T
-H
R
W
0
8
5
0
3
6
L
S
1
1
5
0
3
6
L
S
6
0
"
4
2
"
6
1
"X
4
3
"
L
E
F
T
S
L
ID
IN
G
W
0
9
5
0
3
6R
S
1
1
5
0
3
6R
S
6
0
"
4
2
"
6
1
"X
4
3
"
R
IG
H
T
S
L
ID
IN
G
D
R
AW
IN
G
N
o
. 0
0
3
P
R
IN
T
E
D
: 4
/1
/2
0
1
9
C
O
P
Y
R
IG
H
T
L
AW
S
P
R
O
H
IB
IT
R
E
P
R
O
D
U
C
T
IO
N
O
R
U
S
E
O
F
T
H
IS
D
R
AW
IN
G
IN
W
H
O
LE
O
R
IN
P
A
R
T
W
IT
H
O
U
T
T
H
E
W
R
IT
T
E
N
P
E
R
M
IS
S
IO
N
O
F
T
E
A
M
T
IM
B
E
R
, L
L
C
.
D
O
N
O
T
S
C
A
LE
D
IM
E
N
S
IO
N
S
O
N
TH
E
S
E
D
R
AW
IN
G
S
.
T
H
E
S
E
IM
A
G
E
S
A
R
E
M
A
C
H
IN
E
R
E
P
R
O
D
U
C
T
IO
N
A
N
D
M
A
Y
C
O
N
T
A
IN
A
M
A
R
G
IN
O
F
E
R
R
O
R
.
R
E
V
IS
IO
N
S
:
D
R
AW
IN
G
IN
F
O
:
F
irs
t
F
lo
o
r
P
la
n
20' x 24'
Door Header
9.9'
Highest Ridge
18.6'
8'-9 1/4"¯Window Header
9.7'
2"Grade Level
0.0'
9'-8 1/2"Elevations:
Do Not Scale
Front
Right
Left
Back
DRAWING No. 004
PRINTED: 4/1/2019
COPYRIGHT LAWS PROHIBIT
REPRODUCTION OR USE OF THIS
DRAWING IN WHOLE OR IN PART
WITHOUT THE WRITTEN PERMISSION
OF TEAM TIMBER, LLC.
DO NOT SCALE DIMENSIONS ON
THESE DRAWINGS. THESE IMAGES
ARE MACHINE REPRODUCTION AND
MAY CONTAIN A MARGIN OF ERROR.
REVISIONS:
DRAWING INFO:
Elevations
20' x 24'
1). The frame design shown has not been engineered
and is only intended as a general outline. It is the sole
responsibility of the homeowner and/or contractor to
determine if local or state code requires an engineer’s
stamp on plans before erection. Team Timber, LLC
does not design to a specific area and for that matter
will not hold any reasonability or warranty plans if
plans do not satisfy the requirements of local and/or
state building codes.
2). The homeowner/contractor is responsible for
locating and the protection of all existing utilities and
adjacent structures throughout all phases of
construction.
3). The homeowner and/or contractor (builder) is
responsible for implementing job site safety and
construction procedures in accordance with national,
state, and local safety requirements. The design,
adequacy and safety of erection, bracing, shoring,
temporary supports, etcetera is the sole responsibility
of the builder. The builder is responsible for the
stability of the structure prior to the completion of all
gravity and lateral framing, roof and floor diaphragms
and finish materials. Team Timber assumes no
responsibility for any changes or modifications that
may be made to the plans by the builder.
4). These plans do not cover work in areas not
explicitly shown on the plans, including stick framed
portions, adjacent buildings, basements/crawl- space
areas, or any other changes or modifications.
5). Homeowner/contractor shall verify all dimensions
and job site conditions before commencing work and
shall report any discrepancies to Team Timber, LLC if
modifications need to be made.
6). Use written dimensions. Do not use scaled
dimensions. Where no dimension is provided, consult
Team Timber, LLC for clarification before proceeding
with the work.
7). Timbers- Unless otherwise noted, solid sawn
timber shall be equivalent to ungraded eastern white
pine No. 2 or better. Timbers shall be S4S or rough
resawn clean and bright (e.g. 8x8 = 7 1/2" x 7 1/2").
8). Timber screws- Unless noted otherwise, all screws
shall be GRK RSS, GRK Caliburn or Fastenmaster
Timberloks. Screw holes shall not be pre-drilled
unless otherwise noted.
General Notes
Maine Cabin 15:
20' x 24' Structural Frame Plan
11 x 17 Tabloid
To be printed on-
DRAWING No. 007
PRINTED: 4/1/2019
COPYRIGHT LAWS PROHIBIT
REPRODUCTION OR USE OF THIS
DRAWING IN WHOLE OR IN PART
WITHOUT THE WRITTEN PERMISSION
OF TEAM TIMBER, LLC.
DO NOT SCALE DIMENSIONS ON
THESE DRAWINGS. THESE IMAGES
ARE MACHINE REPRODUCTION AND
MAY CONTAIN A MARGIN OF ERROR.
REVISIONS:
DRAWING INFO:
Timber Frame Plan
20' x 24'
Timber List
Wood Type
Volume[BF]
EWP
3404
Total
3404
EWP- Eastern White Pine #2 or Better
Fastener List
This timber list and fastener list is just a guideline. Please check
and varify that all dimension are correct before ordering materials.
Team Timber, LLC is not responsible for left over materials.
NOTES
ITEM
QTY
SCREWS
3-1/8 GRK RSS Screw
264
5-1/8 GRK RSS Screw
16
10” GRK RSS Screw
96
12” GRK RSS Screw
72
PLUGS
1" x 1/2" Hardwood Plugs
96
PINS
1/2 x 7 1/2 Aluminum Pins
132
T-REX CONNECTORS
CR7575
20
CR7595
9
CR7595-ALT
3
CR753W
12
CR5575
12
Wood Type
ITEM
Description
Pcs.
width[in]
height[in]
length[ft]
Volume[BF]
EWP
KB1
Knee Brace
24
4
6
3'-9 1/4"
180
EWP
R3
Rafter
12
4
8
9'-11 3/16"
318
EWP
R2
Rafter
12
4
8
10'-10 5/8"
348
EWP
R1
Rafter
12
4
8
13'-
416
EWP
J1
Joist
6
6
8
10'-11 7/8"
264
EWP
P5
Post
2
8
8
6'-11 7/16"
74
EWP
P6
Post
1
8
8
6'-11 1/2"
37
EWP
P1
Post
4
8
8
9'-3 7/16"
198
EWP
P2
Post
2
8
8
9'-3 1/2"
100
EWP
P3
Post
2
8
8
13'-3 7/8"
142
EWP
P4
Post
1
8
8
13'-3 15/16"
71
EWP
TB1
Tie Beam
6
8
10
8'-11 11/16"
180
EWP
TB2
Tie Beam
6
8
10
8'-11 11/16"
180
EWP
PB1
Plate Beam
6
8
12
14'-
672
EWP
RP1
Ridge Beam
2
8
12
14'-
224
DRAWING No. 009
PRINTED: 4/1/2019
COPYRIGHT LAWS PROHIBIT
REPRODUCTION OR USE OF THIS
DRAWING IN WHOLE OR IN PART
WITHOUT THE WRITTEN PERMISSION
OF TEAM TIMBER, LLC.
DO NOT SCALE DIMENSIONS ON
THESE DRAWINGS. THESE IMAGES
ARE MACHINE REPRODUCTION AND
MAY CONTAIN A MARGIN OF ERROR.
REVISIONS:
DRAWING INFO:
Timber List
20' x 24'
irs
t
F
lo
o
r
P
la
n
:
S
c
a
le
:
1
/4
"
=
1
'-0
"
W
09
W
0
8
W
0
7
W
0
7
W
0
1
W
0
2
W
0
5
W
0
5
D
0
4
W
0
6
D
0
2
D
0
3
D
0
1
D
0
2
1'-7 3/4"¯7'-1 1/4"+1'-11 1/4"2
'-1
"
1
1
'-3
"
3
'-3
1
/2
"
7
'-5
1
/2
"
1
6
'-7
1
/2
"
3'-8 1/4"2'-10 1/2"10'-8 1/4"2'-10"6'-6 3/4"20'-1"6
'-2
3
/8
"
6
'-2
3
/8
"
5
'-5
7
/8
"
6
'-2
3
/8
"
1
2
'-4
3
/4
"
1
1
'-8
1
/4
"
2
4
'-1
"
5'-2 3/8"9'-8 1/4"5'-2 3/8"20'-0"2
'-7
"
2
'-1
0
"
4
'-3
1
/2
"
16'-0"1
1
'-8
"
7'-11 1/2"3
6
'-0
"
2
'-0
"
1
1
'-3
3
/4
"
2'-0 1/4"3'-3 1/2"4'-10"2
4
'-0
"
1
2
'-4
"
X
2
0
'-0
"
4
'-4
"
X
2
'-6
"
1
1
'-5
"
X
1
5
'-5
"
1
1
'-4
"
X
1
0
'-4
"
7
'-1
"
X
6
'-6
"
2
'-5
"
X
2
'-6
"
4
'-3
"
X
9
'-4
"
D
E
C
K
BED
R
O
O
M
K
IT
C
H
E
N
/L
IV
IN
G
B
A
TH
La
d
d
e
r
R
e
f.
C
LO
S
E
T
C
LO
S
E
T
H
A
L
L
D
O
O
R
S
C
H
E
D
U
LE
N
U
M
B
E
R
LA
B
E
L
Q
T
Y
F
LO
O
R
S
IZ
E
W
ID
TH
H
E
IG
H
T
R
/O
D
E
S
C
R
IP
T
IO
N
D
0
1
1
1
0
6
8
1
1
1
1
0
6
8
R
IN
2
2
"
8
0
"
2
4
"X
8
2
1
/2
"
H
IN
G
E
D
-D
O
O
R
P
0
4
D
0
2
2
6
6
8
2
1
2
6
6
8
L
IN
3
0
"
8
0
"
3
2
"X
8
2
1
/2
"
H
IN
G
E
D
-D
O
O
R
P
0
4
D
0
3
2
6
6
8
1
1
2
6
6
8
R
3
0
"
8
0
"
3
2
"X
8
2
1
/2
"
2
D
R
. B
IF
O
LD
-D
O
O
R
B
0
3
D
0
4
2
6
6
8
1
1
2
6
6
8
R
IN
3
0
"
8
0
"
3
2
"X
8
2
1
/2
"
H
IN
G
E
D
-D
O
O
R
E
2
1
W
IN
D
O
W
S
C
H
E
D
U
LE
N
U
M
B
E
R
LA
B
E
L
Q
T
Y
F
LO
O
R
S
IZ
E
W
ID
TH
H
E
IG
H
T
R
/O
E
G
R
E
S
S
D
E
S
C
R
IP
T
IO
N
W
0
1
1
6
4
6
S
C
1
1
1
6
4
6
S
C
1
8
"
5
4
"
1
9
"X
5
5
"
S
IN
G
LE
C
A
S
EM
E
N
T
-H
L
W
0
2
1
6
4
6
S
C
1
1
1
6
4
6
S
C
1
8
"
5
4
"
1
9
"X
5
5
"
S
IN
G
LE
C
A
S
EM
E
N
T
-H
R
W
0
3
2
0
2
0
S
C
2
2
2
0
2
0
S
C
2
4
"
2
4
"
2
5
"X
2
5
"
S
IN
G
LE
C
A
S
EM
E
N
T
-H
L
W
0
4
2
0
2
0
S
C
2
2
2
0
2
0
S
C
2
4
"
2
4
"
2
5
"X
2
5
"
S
IN
G
LE
C
A
S
EM
E
N
T
-H
R
W
0
5
2
6
2
6
S
C
2
1
2
6
2
6
S
C
3
0
"
3
0
"
3
1
"X
3
1
"
S
IN
G
LE
C
A
S
EM
E
N
T
-H
R
W
0
6
2
6
3
4
S
C
1
1
2
6
3
4
S
C
3
0
"
4
0
"
3
1
"X
4
1
"
S
IN
G
LE
C
A
S
EM
E
N
T
-H
R
W
0
7
2
6
4
6
S
C
2
1
2
6
4
6
S
C
3
0
"
5
4
"
3
1
"X
5
5
"
S
IN
G
LE
C
A
S
EM
E
N
T
-H
R
W
0
8
5
0
3
6
L
S
1
1
5
0
3
6
L
S
6
0
"
4
2
"
6
1
"X
4
3
"
L
E
F
T
S
L
ID
IN
G
W
0
9
5
0
3
6R
S
1
1
5
0
3
6R
S
6
0
"
4
2
"
6
1
"X
4
3
"
R
IG
H
T
S
L
ID
IN
G
D
R
AW
IN
G
N
o
. 0
0
3
P
R
IN
T
E
D
: 4
/1
/2
0
1
9
C
O
P
Y
R
IG
H
T
L
AW
S
P
R
O
H
IB
IT
R
E
P
R
O
D
U
C
T
IO
N
O
R
U
S
E
O
F
T
H
IS
D
R
AW
IN
G
IN
W
H
O
LE
O
R
IN
P
A
R
T
W
IT
H
O
U
T
T
H
E
W
R
IT
T
E
N
P
E
R
M
IS
S
IO
N
O
F
T
E
A
M
T
IM
B
E
R
, L
L
C
.
D
O
N
O
T
S
C
A
LE
D
IM
E
N
S
IO
N
S
O
N
TH
E
S
E
D
R
AW
IN
G
S
.
T
H
E
S
E
IM
A
G
E
S
A
R
E
M
A
C
H
IN
E
R
E
P
R
O
D
U
C
T
IO
N
A
N
D
M
A
Y
C
O
N
T
A
IN
A
M
A
R
G
IN
O
F
E
R
R
O
R
.
R
E
V
IS
IO
N
S
:
D
R
AW
IN
G
IN
F
O
:
F
irs
t
F
lo
o
r
P
la
n
20' x 24'
Door Header
9.9'
Highest Ridge
18.6'
8'-9 1/4"¯Window Header
9.7'
2"Grade Level
0.0'
9'-8 1/2"Elevations:
Do Not Scale
Front
Right
Left
Back
DRAWING No. 004
PRINTED: 4/1/2019
COPYRIGHT LAWS PROHIBIT
REPRODUCTION OR USE OF THIS
DRAWING IN WHOLE OR IN PART
WITHOUT THE WRITTEN PERMISSION
OF TEAM TIMBER, LLC.
DO NOT SCALE DIMENSIONS ON
THESE DRAWINGS. THESE IMAGES
ARE MACHINE REPRODUCTION AND
MAY CONTAIN A MARGIN OF ERROR.
REVISIONS:
DRAWING INFO:
Elevations
20' x 24'
1). The frame design shown has not been engineered
and is only intended as a general outline. It is the sole
responsibility of the homeowner and/or contractor to
determine if local or state code requires an engineer’s
stamp on plans before erection. Team Timber, LLC
does not design to a specific area and for that matter
will not hold any reasonability or warranty plans if
plans do not satisfy the requirements of local and/or
state building codes.
2). The homeowner/contractor is responsible for
locating and the protection of all existing utilities and
adjacent structures throughout all phases of
construction.
3). The homeowner and/or contractor (builder) is
responsible for implementing job site safety and
construction procedures in accordance with national,
state, and local safety requirements. The design,
adequacy and safety of erection, bracing, shoring,
temporary supports, etcetera is the sole responsibility
of the builder. The builder is responsible for the
stability of the structure prior to the completion of all
gravity and lateral framing, roof and floor diaphragms
and finish materials. Team Timber assumes no
responsibility for any changes or modifications that
may be made to the plans by the builder.
4). These plans do not cover work in areas not
explicitly shown on the plans, including stick framed
portions, adjacent buildings, basements/crawl- space
areas, or any other changes or modifications.
5). Homeowner/contractor shall verify all dimensions
and job site conditions before commencing work and
shall report any discrepancies to Team Timber, LLC if
modifications need to be made.
6). Use written dimensions. Do not use scaled
dimensions. Where no dimension is provided, consult
Team Timber, LLC for clarification before proceeding
with the work.
7). Timbers- Unless otherwise noted, solid sawn
timber shall be equivalent to ungraded eastern white
pine No. 2 or better. Timbers shall be S4S or rough
resawn clean and bright (e.g. 8x8 = 7 1/2" x 7 1/2").
8). Timber screws- Unless noted otherwise, all screws
shall be GRK RSS, GRK Caliburn or Fastenmaster
Timberloks. Screw holes shall not be pre-drilled
unless otherwise noted.
General Notes
Maine Cabin 15:
20' x 24' Structural Frame Plan
11 x 17 Tabloid
To be printed on-
DRAWING No. 007
PRINTED: 4/1/2019
COPYRIGHT LAWS PROHIBIT
REPRODUCTION OR USE OF THIS
DRAWING IN WHOLE OR IN PART
WITHOUT THE WRITTEN PERMISSION
OF TEAM TIMBER, LLC.
DO NOT SCALE DIMENSIONS ON
THESE DRAWINGS. THESE IMAGES
ARE MACHINE REPRODUCTION AND
MAY CONTAIN A MARGIN OF ERROR.
REVISIONS:
DRAWING INFO:
Timber Frame Plan
20' x 24'
Timber List
Wood Type
Volume[BF]
EWP
3404
Total
3404
EWP- Eastern White Pine #2 or Better
Fastener List
This timber list and fastener list is just a guideline. Please check
and varify that all dimension are correct before ordering materials.
Team Timber, LLC is not responsible for left over materials.
NOTES
ITEM
QTY
SCREWS
3-1/8 GRK RSS Screw
264
5-1/8 GRK RSS Screw
16
10” GRK RSS Screw
96
12” GRK RSS Screw
72
PLUGS
1" x 1/2" Hardwood Plugs
96
PINS
1/2 x 7 1/2 Aluminum Pins
132
T-REX CONNECTORS
CR7575
20
CR7595
9
CR7595-ALT
3
CR753W
12
CR5575
12
Wood Type
ITEM
Description
Pcs.
width[in]
height[in]
length[ft]
Volume[BF]
EWP
KB1
Knee Brace
24
4
6
3'-9 1/4"
180
EWP
R3
Rafter
12
4
8
9'-11 3/16"
318
EWP
R2
Rafter
12
4
8
10'-10 5/8"
348
EWP
R1
Rafter
12
4
8
13'-
416
EWP
J1
Joist
6
6
8
10'-11 7/8"
264
EWP
P5
Post
2
8
8
6'-11 7/16"
74
EWP
P6
Post
1
8
8
6'-11 1/2"
37
EWP
P1
Post
4
8
8
9'-3 7/16"
198
EWP
P2
Post
2
8
8
9'-3 1/2"
100
EWP
P3
Post
2
8
8
13'-3 7/8"
142
EWP
P4
Post
1
8
8
13'-3 15/16"
71
EWP
TB1
Tie Beam
6
8
10
8'-11 11/16"
180
EWP
TB2
Tie Beam
6
8
10
8'-11 11/16"
180
EWP
PB1
Plate Beam
6
8
12
14'-
672
EWP
RP1
Ridge Beam
2
8
12
14'-
224
DRAWING No. 009
PRINTED: 4/1/2019
COPYRIGHT LAWS PROHIBIT
REPRODUCTION OR USE OF THIS
DRAWING IN WHOLE OR IN PART
WITHOUT THE WRITTEN PERMISSION
OF TEAM TIMBER, LLC.
DO NOT SCALE DIMENSIONS ON
THESE DRAWINGS. THESE IMAGES
ARE MACHINE REPRODUCTION AND
MAY CONTAIN A MARGIN OF ERROR.
REVISIONS:
DRAWING INFO:
Timber List
20' x 24'